Performance Evaluation of Hot Mix Asphalt Concrete by Using Polymeric Waste Polyethylene

2017 ◽  
pp. 91-99 ◽  
Author(s):  
Hakeem Jan ◽  
Mohamad Yusri Aman ◽  
M. Tawab ◽  
K. Ali ◽  
Basit Ali
Keyword(s):  
Performance Evaluation ◽  
Asphalt Concrete ◽  
Hot Mix Asphalt ◽  
Waste Polyethylene ◽  
Polymeric Waste

USE OF WASTE POLYETHYLENE AS A BITUMEN MODIFIER IN ASPHALT CONCRETE MIXTURES

2012 ◽  
Vol 9 (9) ◽  
pp. 1-10
Author(s):  
A. El-Desouky ◽  
A. Abbas ◽  
L. Radwan ◽  
O. Moursi
Keyword(s):  
Asphalt Concrete ◽  
Concrete Mixtures ◽  
Waste Polyethylene

Performance Evaluation of Asphalt Concrete Mixtures Using Bagasse Ash as Filler

2021 ◽  
Author(s):  
Muhammad Sarir ◽  
Rawid Khan ◽  
Muhammad Alam ◽  
Muhammad Tariq Khan ◽  
Waheed Imran
Keyword(s):  
Performance Evaluation ◽  
Asphalt Concrete ◽  
Concrete Mixtures

Field-aged asphalt binder performance evaluation for Evotherm warm mix asphalt: Comparisons with hot mix asphalt

2017 ◽  
Vol 156 ◽  
pp. 574-583 ◽  
Author(s):  
Shenghua Wu ◽  
Weiguang Zhang ◽  
Shihui Shen ◽  
Xiaojun Li ◽  
Balasingam Muhunthan ◽  
...  
Keyword(s):  
Performance Evaluation ◽  
Hot Mix Asphalt ◽  
Asphalt Binder ◽  
Warm Mix Asphalt ◽  
Aged Asphalt

Effects of asphalt concrete characteristics on cohesive zone model parameters of hot mix asphalt mixtures

2016 ◽  
Vol 43 (3) ◽  
pp. 226-232 ◽  
Author(s):  
S. Pirmohammad ◽  
H. Khoramishad ◽  
M.R. Ayatollahi
Keyword(s):  
Asphalt Concrete ◽  
Cohesive Energy ◽  
Cohesive Zone ◽  
Hot Mix Asphalt ◽  
Cohesive Zone Model ◽  
Experimental Tests ◽  
Model Parameters ◽  
Zone Model ◽  
Binder Type ◽  
Air Void

In this paper, the effects of the main asphalt concrete characteristics including the binder type and the air void percentage on the cohesive zone model (CZM) parameters were studied. Experimental tests were conducted on semi-circular bend (SCB) specimens made of asphalt concrete and the fracture behavior was simulated using a proper CZM. The CZM parameters of various hot mix asphalt (HMA) mixtures were determined using the SCB experimental results. Five types of HMA mixtures were tested and modeled to consider the effects of binder type and air void percentage on the CZM parameters. The results showed that as the binder in HMA mixture softened, the cohesive energy strength increased, whereas enhancing the air void percentage led to reduction of the cohesive energy and strength values. Among the studied HMA mixtures, the highest values of CZM parameters were found for the HMA mixture containing a copolymer called styrene-butadiene-styrene.

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